| 1. | Test on extended end - plate with end - plate stiffer beam - to - column connection
带端板加劲肋的外伸端板连接的梁柱节点试验 |
| 2. | Analysis on prying force of semi - rigid beam - to - column connections in steel structure
钢框架梁柱螺栓连接的杠杆力分析 |
| 3. | Calculational method of shear deformation for beam - to - column connection panel zone in steel frames
钢结构梁柱连接节点域剪切变形计算方法 |
| 4. | ( 2 ) the experiments of 8 full size cold - formed thin - walled c steel beam - to - column connections with self - drilling screws connecting
( 2 ) 8个足尺自攻螺钉连接的冷弯薄壁c型钢梁柱节点的试验。 |
| 5. | Moreover , whether beam - to - column connections are good or not , it is a key of realizing structural intensity and ductility
而钢框架结构梁柱节点连接的好坏则是实现结构强度与延性的关键。 |
| 6. | In conventional steel frame analysis , the behavior of beam - to - column connections is treated as either pinned or rigid joints entirely
在钢框架的传统分析理论中，总是将框架的梁柱连接假设成理想铰接或完全刚接。 |
| 7. | Making a thorough research on the mechanic performance of beam - to - column connections possesses important theoretic and engineering reference value
因此钢框架梁柱连接的受力机理及承载力问题的研究具有重要的理论意义和工程参考价值。 |
| 8. | As the research of this kind of connection is not enough in our country , this paper mainly discussed the behavior of rigid beam - to - column connection with t - stub
T形件连接的梁柱刚性节点在美国和日本有着广泛的应用，然而在我国对这方面的研究并不充分。 |
| 9. | To analyze the stress performance ( moment - rotation relationship ) of semi - rigid beam - to - column connections in steel structures , we can build an analysis model based on 3d finite element method
摘要分析研究钢结构半刚性连接的受力性能（弯矩转角关系） ，可以采用实体有限元建立分析模型。 |
| 10. | In steel frame beam - to - column connections play a vital role in transferring bending of moments and shearing force , and their behavior affects steel frames overall performance under loads
钢框架中梁柱连接起着在两种构件之间传递弯矩和剪力的作用，是钢框架的主要组成部分，它的性能直接关系到结构的整体反应。 |
